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US3968655A Expired / Lapsed US ⏱️ 0.0 years remaining

Method of reinforcing tunnels before excavation

Assignee: Individual
•
Filing: 1975-03-04
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Granted: 1976-07-13
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Expires: 1995-03-04
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Abstract

Abstract This invention relates to a method of reinforcing tunnels which comprises driving a crown drift along the top of the proposed tunnel, driving a pair of wall plate drifts along opposite sides of the proposed tunnel in spaced substantially parallel relation beneath and to one side of the crown drift, drilling a longitudinally spaced aligned or staggered series of small diameter bores downwardly and outwardly in both directions from within the crown drift along the ceiling of the proposed tunnel, drilling other series of similar bores upwardly from within the wall plate drifts along the walls of the proposed tunnel, said ceiling and wall bordering bore patterns being inclined toward one another and of a length such as to produce a skewed overlapped relation, inserting reinforcing rods into the bores of each series thereof so as to produce a metal curtain between drifts bordering the perimeter of the proposed tunnel, grouting the rods permanently in place within their respective bores, filling the drifts back up with concrete and removing the material within the arch defined by the refilled drifts and metal curtain therebetween. The invention also encompasses a method wherein the additional steel curtains are erected to reinforce the tunnel walls that extend downwardly from the floor of the wall plate drifts to a position outside the foot drifts driven along the base thereof.

Inventors

  • 👤 William K. McGlothlin

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-05 22:33
CPC Classifications
E; E21; E21D; E21D9/00; E21D9/001; E21D20/00; E21D20/02; E21D20/021

Claims Analysis

Total Claims: 6
Claim 1
Independent Claim 167 words
The method of reinforcing the perimeter rock bordering a tunnel formed through rock preparatory to excavating same which comprises the steps of: excavating a crown drift along the top of the proposed tunnel, excavating a pair of wall plate drifts along opposite sides of the proposed tunnel in spaced substantially parallel relation beneath and to the sides of the crown drift, drilling a longitudinally spaced series of small diameter bores downwardly and outwardly in both directions from within the crown drift along the ceiling of the proposed tunnel, drilling other series of similar bores upwardly from within the wall plate drifts along the walls of the proposed tunnel, inserting reinforcing rods into the bores of each series thereof a distance at least half way but less than all the way to the adjacent drift, said rods cooperating to define a metal curtain between drifts bordering the perimeter of the proposed tunnel, grouting the rods permanently in place within their respective bores, and filling the drifts with concrete.
Claim 2
Independent Claim 167 words
The method of reinforcing the perimeter rock bordering a tunnel formed through rock preparatory to excavating same which comprises the steps of: excavating a crown drift along the top of the proposed tunnel, excavating a pair of wall plate drifts along opposite sides of the proposed tunnel in spaced substantially parallel relation beneath and to the sides of the crown drift, drilling a longitudinally spaced series of small diameter bores downwardly and outwardly in both directions from within the crown drift along the ceiling of the proposed tunnel, drilling other series of similar bores upwardly from within the wall plate drifts along the walls of the proposed tunnel, inserting reinforcing rods into the bores of each series thereof a distance at least half way but less than all the way to the adjacent drift, said rods cooperating to define a metal curtain between drifts bordering the perimeter of the proposed tunnel, grouting the rods permanently in place within their respective bores, and filling the drifts with concrete.
Claim 3
Dependent Claim 29 words
The method as set forth in claim 1 wherein the bores of each series are staggered so as to define two or more rows thereof lying one behind another.
Claim 4
Dependent Claim 72 words
The method as set forth in claim 1 which includes driving a pair of foot drifts on opposite sides of the proposed tunnel in spaced parallel relation beneath the wall plate drifts, drilling still other series of similar bores from within said wall plate drifts downwardly to a position alongside the foot drifts on the outside thereof, inserting reinforcing rods into these last-mentioned series of bores, and grouting same permanently in place.
Claim 5
Dependent Claim 23 words
The method as set forth in claim 1 wherein the bore hole spacing in each series is not greater than approximately 4 feet.
Claim 6
Dependent Claim 26 words
The method as set forth in claim 1 wherein the bore-hole spacing is not less than that necessary to prevent the overburden therebetween from breaking away.

References Cited (Backward Citations)

US3631680A Cited
US3508406A Cited
DE1809326A1 Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1979-07-13 1980-01-12 1980-07-13 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1983-07-13 1984-01-12 1984-07-13 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1987-07-13 1988-01-12 1988-07-13 $7700.00 Window Closed / Lapsed

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